《材料力学(第5版影印版)》由希伯勒著，美国R.C.Hibbeler著Mechanics of Materials（第5版）是典型的美式教材，它具有以下一些特点:

基本概念、基本原理的叙述简明、准确、便于掌握;

强调理论应用，配有大量例题和习题，多来自实际问题，有利于应用理论解决实际问题能力的培养;

关注学习方法的指导，详尽介绍各类问题的解决思路、方法、技巧，便于自学。

与本套书同时引进的还有R.C.Hibbeler编著的Engineering Mechanics——Statics与Dynamics(第10版)。

《材料力学(第5版影印版)》由希伯勒著，本书重视基本概念、基本理论与基本方法的讲述，思路清晰，层次分明，既简明易懂，又论述严谨。《材料力学(第5版影印版)》选编了211个例题，通过这些例题，许多解题的方法与技巧，得到了具体而生动地揭示，提高了学生分析问题的能力。许多节的后面，均安排了“重点”与“分析方法”，这些提示对主要概念、理论与方法进行了高度概括，论述精要，对学生学习有很大的帮助。本书第1与第2章分别讲述应力与应变的概念。第3章介绍材料的力学性能。第4，5与第6各章分别论述构件在轴向加载、扭转与弯曲时的应力与变形，涵盖线弹性与非弹性，涉及应力集中与残余应力。第7章研究梁横向剪切时的应力，包括薄壁梁的剪流与剪心。第8章讨论组合载荷问题。第9与第1O章分别讲述应力与应变的变换，在第10章还介绍了失效理论。第11章介绍梁与轴的设计，第12章研究梁与轴的位移。第13章讲述柱的稳定性。第14章讲述能量法，包括虚功原理、单位载荷法、卡氏定理与冲击载荷问题。关于截面的几何性质则集中在附录A给出。本书是一本优秀教材，其内容与我国当前高等工科院校材料力学的教学要求也相当接近，本书既可作为进行双语教学材料力学课程的基本教材，也可作为学习材料力学课程的主要参考书。

PREFACE

1 STRESS

 1.1 introduction

 1.2 equilibrium of a deformable Body

 1.3 stress

 1.4 Average Normal stress in an Axially loaded bar

 1.5 Average shear stress

 1.6 Allowable stress

2 STRAIN

 2.1 deformation

 2.2 strain

3 mechanical properties of materials

 3.1 The tension and compression test

 3.2 The stress-Strain Diagram

 3.3 stress-strain behavior of ductile and brittle materials

 3.4 Hooke’s law

 3.5 strain energy

 3.6 Poisson’s ratio

 3.7 the shear stress-strain diagram

 3.8 failure of materials due to creep and fatigue

4 axial load

 4.1 Saint-Venant’s principle

 4.2 Elastic deformation of an axially loaded member

 4.3 principle of superposition

 4.4 statically indeterminate axially loaded member

 4.5 the force method of analysis for axially loaded members

 4.6 thermal stress

 4.7 stress concentrations

 4.8 inelastic axial deformation

 4.9 residual stress

5 torsion

 5.1 Torsional deformation of a circular shaft

 5.2 the torsion formula

 5.3 power transmission

 5.4 angle of twist

 5.5 statically indeterminate torque-loaded members

 5.6 solid noncircular shafts

 5.7 thin-walled tubes having closed cross section

 5.8 stress concentration

 5.9 inelastic torsion

 5.10 residual stress

6 bending

 6.1 shear and moment diagrams

 6.2 graphical method for constructing shear and moment diagrams

 6.3 bending deformation of a straight member

7 TRANSVERSE SHEAR

 7.1 Shear in Straight Members

 7.2 The Shear Formula

 7.3 Shear Stresses in Beams

 7.4 Shear Flow in Built-up Members

 7.5 Shear Flow in Thin-Walled Members

 7.6 Shear Center

8 COMBINED LOADINGS

 8.1 Thin-Walled Vessels

 8.2 State of Stress Caused by Combined Loadings

9 STRESS TRANSFORMATION

 9.1 Plane-Stress Transformation

 9.2 General Equations of Plane-Stress Transformation

 9.3 Principal Stresses and Maximum In-Plane Shear Stress

 9.4 Mohr’s Circle——Plane Stress

 9.5 Stress in Shafts Due to Axial Load and Torsion

 9.6 Stress Variations Throughout a Prismatic Beam

 9.7 Absolute Maximum Shear Stress

10 STRAIN TRANSFORMATION

 10.1 Plane Strain

 10.2 General Equations of Plane-Strain Transformation

 10.3 Mohr's Circle——Plane Strain

 10.4 Absolute Maximum Shear Strain

 10.5 Strain Rosettes

 10.6 Material-Property RelatiOnshiDs5

 10.7 Theories of Failure

11 DESIGN OF BEAMS AND SHAFTS

 11.1 Basis for Beam Design

 11.2 Prismatic Beam Design

 11.3 Fully Stressed Beams

 11.4 Shaft Design

12 DEFLECTIONS OF BEAMMS AND SHAFIS

 12.1 The Elastic Curve

 12.2 Slope and Displacement by Integration

 12.3 Discontinuity Functions

 12.4 Slope and Displacement by the Moment-Area Method

 12.5 Method of Superposition

 12.6 Statically Indeterminate Beams and Shafts

 12.7 Statically Indeterminate Beams and Shafts-Method of Integration

 12.8 Statically Indeterminate Beams and Shafts Moment-Area Method

 12.9 Statically Indeterminate Beams and Shaft-Method of Superposition

13 BUCKLING OF COLUMNS

 13.1 critical Load

 13.2 Ideal Column with Pin Supports

 13.3 Columns Having Various Types of Supports

 13.4 The Secant Formula

 13.5 Inelastic Buckling

 13.6 Design of Columns for Concentric Loading

 13.7 Design of Columns for Eccentric Loading

14 ENERGY METHODS

 A GEOMETRIC PROPERTIES OF AN AREA

 B GEOMETRICAL PROPERTIES OF STRUCTURAL SHAPES

 C SLOPES AND DEFLECTIONS OF BEAMS

 D REVIEW FOR THE FUNDAMENTALS OF ENGINEERING EXAM

ANSWERS

INDEX